Tender For Construction Of Road From Km 1St Of Approach Road Dowain Bridge To Kathyala Ziarat Via Mohalla Brahmana Lower Bandi And Nakka Wali Chhan ( Balance Work) (Cost Of Civil Work:- Rs 202.26 Lacs Maitance Cost :- Rs 20.23 Lakh Total : Rs 222.49
Tender Value
2.22 Crore
Estimated cost
Bid Submission
21 Sep 2026
6 days left
EMD
4.44 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajouri → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Km 1St Of Approach Road Dowain Bridge To Kathyala Ziarat Via Mohalla Brahmana Lower Bandi And Nakka Wali Chhan ( Balance Work) (Cost Of Civil Work:- Rs 202.26 Lacs Maitance Cost :- Rs 20.23 Lakh Total : Rs 222.49 Lakh)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 3 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 30% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-1 (size range 75 mm to 0.075 um) havins CBR Value-30. |
| 7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 8 | Hand-packing stones in wire-crates including the cost of stones & including the cost of stones & including the cost of crates |
| 9 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth of quarry spoils etc. and rerolling the subgrade |
| 10 | Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete |
| 11 | Foundations, footings, bases of columns |
| 12 | Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc |
| 13 | Stone filling hand packed in horizontal on level including cost of stones. |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 15 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm (excluding carriages) |
| 16 | Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm (excluding carriages) |
| 17 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm nominal size) |
| 18 | Supplying and stacking of good earth at site, excluding carriage . |
| 19 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 20 | Base course with 63mm to 45mm size, |
| 21 | Base course with 53mm to 22.4mm size, |
| 22 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 23 | Providing and laying semi dense bituminous concrete of 30mm average compacted thickness with bitumen of 60/70 grade @ 5 %(percentage by weight of total mix)on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-change to achieve the desire density and compaction including the cost of brooming, primer/ tack cost, all leads/lifs, carriages, loading & unloading. (Complete Job). |
| 24 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 25 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 26 | Sand for an average distance of 147 kms by M.T |
| 27 | Stone aggregate below 40 mm nominal size for an average distance 27 kms by M.T |
| 28 | Stone for an an average distance of 10 Km by M.T |
| 29 | Stone aggregate 63mm to 45mm size for an average distance of 27 kms by M.T |
| 30 | Stone aggregate 53mm to 22.4mm size for an average distance of 27 kms by M.T |
| 31 | Good earth for an average distance of 2 km by M.T |
| 32 | Maintenance Part |
| 33 | Ist year 0.95% |
| 34 | 2nd Year 1.70% |
| 35 | 3rd Year 1.95% |
| 36 | 4th Year 2.40% |
| 37 | 5th year 3 .00% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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